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Plans (3) 2.1 MST2016-00315 13771 SW SILENT FOX TER �1 2.2 MST2016-00316 13765 SW SILENT FOX TER 2.3 MST2016-00317 13747 SW;kW FOX TER 2.4 MST2016-00318 13743 SW SiLLN F FOX TER I1iTek 2.5 MST2016-00319 13735 SW SILENT FOX TER MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 6-97 UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46734895 thru R46734909 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. <<-`sEp P R OFFtss c, �GNAG INE�c42 4f 87022PE 9r u2,‘ n+ j OREGON ti� til 'Po EMBER �` . GS A. 1-0- EXPI•ES:06/30/► 7 March 4,2016 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply POLYGON R48734895 PL16-97 UPPER F01 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:52 2016 Page 1 ID:5eV?tdjYi lz0X2xysiFDVpzsmUO-StSLRgoRtbwhaiY5lSOuPymDlvazcwXwm6WGETzeFu9 1-9-12 I 2-6-0 Scale=1:18.2 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 .. 0 .. —,Z" e ..... 0 0 o 8 �( v 7 3x5= 3x4= 3x4= 0.111I 9-8-4 9-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:47 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=420/0-4-0,8=420/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-688/0,3-4=-688/0 BOT CHORD 7-8=0/430,6-7=0/536 WEBS 4-6=626/0,2-7=0/300,2-8=557/0 - NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ���EO P R OFFrS „5 �tJG(NE9 ` c? 2 4� 870 2PE �,r N 7 �Aj, OREGON eP �N �On 'y8ER ‘1 �4 S A. HER\-\P EXPIRES:06/30/2017 March 4,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek&connectors.This design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" A'Tek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl QuaHy Criteria,DSI-89 and BCS!Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA.95610 Job Truss Truss Type Qty Ply POLYGON R46734896 PL16-97 UPPER F02 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:52 2016 Page 1 I D:Se V?tdjYi Iz0X2xysiFD Vpzsm U O-StSLRgoRtbwheYS ISOuPym DfvYOcsiwm6 WGETzeFu9 1 0-9-4 1 2-6-0 Scale:1/2"=1' 1.5x3 I I 4x8= 1.5x3 II 3x4= 1.5x3 I I 3x5= 1.5x3 I I 12 3 4 5 6 7 e a a0000.._ L 0 ab o e e �yy 11 10 9 8p 4x4= 4x8 = 3x8= 3x5Lh= 1 13-9-4 0C-111113-7-12 I Plate Offsets(X.Y)— f11:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 67 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=600/0-1-8,11=600/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1028/0,3-4=1028/0,4-5=1282/0,5-6=-1282/0 BOT CHORD 10-11=0/323,9-10=0/1326,8-9=0/834 WEBS 6-8=973/0,6-9=0/523,4-10=-349/0,2-10=0/822,2-11=680/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <8?cO PR°FeOn t_ \, .tJGINEF'V /o2 870 2PE 9 cv y��"0 OREGO rr�AZ// 0 MSER ‘ SA. He?, EXPIRES:06/30/2017 March 4,2016 I ' design r. WARNING-Vergn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall 'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.-Additional temporary and permanent bracing MiTele` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the FXi R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Crteda,050.89 and BCSI Building Component 7777 Greenback Lane Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46734897 PL16-97 UPPER F03 Floor 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:53 2016 Page 1 ID:SeV?tdjYi lzOX2xysiFDVpzsm U O-w3OkeAp3ev3YCs71sAv7x9J N LJu2 LKf3_m FgnvzeFuB I 2-1-4 2-6-0 I Scale=1:26.3 1.5x3 I I 4x6= 1.5x3 II 3x4 = 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 C7 e e e 4 \e a- 1. a 10 9 8k 3x5= 4x8= 3x8= 3x5= 0.118 15-1-4 I 0-1-8 14-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=659/0-1-8,11=659/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1418/0,3-4=1418/0,4-5=1476/0,5-6=1476/0 BOT CHORD 10-11=0/811,9-10=0/1620,8-9=0/931 WEBS 6-8=1086/0,6-9=0/636,2-10=0/709,2-11=995/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��ED PROpen � �� �NG(NEFr4 s/o-4- 444 -7 87022PE / N tti y SAT OREGO ro 4N "P AMBER , �4 ps A. HE��P EXPIRES:06/30/2017 March 4,2016 1 I mann A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicabilify_of design parameters-and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 Quality Criteria,DSI-89 and ICSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16-97 UPPER F04 Floor 6 1 R46734898 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Mar 04 13:36:53 2016 Page 1 p.4_p ID:SeWtdjYi lz0X2xysi FDVpzsm UO-W30keAp3ev3YCs71sAv7x9JN RJvpLJh3_m FgnvzeFuB 11-4-°1 2-6-0 Scale=1:23.2 5x8 = 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 e 3 4 5 6 7 _/i g —NiiiiiiiiiiiiiNiir — — 0 11 10 r 5x5= 9 B 4z8= 3x6= 3x4= 0--14013-4-0 13-2-8 I Plate Offsets(X,Y)— 111:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:65 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=581/0-1-8,11=581/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-899/0,3-4=-899/0,4-5=-1219/0,5-6=-1219/0 BOT CHORD 9-10=0/1230,8-9=0/802 WEBS 6-8=-936/0,6-9=0/486,4-10=387/0,2-10=0/855,2-11=670/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ����° PR6F� mac; �NGINEFRs s)0 2 870 2PE 9r y %, OREG N ctc �N 'A�' AMBER _1\\.1.‘ O OS A. HES\41'' EXPIRES:06/30/2017 March 4,2016 I nil— WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. irDesign valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the buildingdesigner must verify the applicability of design parameters and properly incorporate this design into the overall _ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi1 � fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M11 QuaBly Criteria,DSI-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type _ Qty Ply POLYGON (ootionall R46734899 PL16-97_UPPER FOS Fbor Girder 2 1 Job Pacific Lumber&Truss Co. Beaverton,Oregon -....... - 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:54 2016 Page 1 ID:SeV?tdjYilz0X2xysiFDVpzsmUO-0Fa6NpiPC BPg0iUPtRMUNrS0jAg4j0CDQ?NJLzeFu7 1 1-10-4 1 2-6-0 1 Scale=1:25.7 3x4 II 4x10= 1.5x3 II 3x4= 1.5x3 II 4x10 = 3x4 II 1 12 2 13 3 14 4 15 16 5 17 6 18 19 7 e-- a e_ e._e 0 ab e e e ,> 10 9 4x8= 4x12 = 4x10 = 4x10= 15-1-4 I I 15-1-4 Plate Offsets(X,Y)— 11:Edge.0-1-81.1B:Edae,0-1-81,f11:Edge,0.1-81 LOADING(psf) SPACING- 1-7-3 CSI- DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.10 9-10 >999 480MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.52 Vert(TL) -0.17 9-10 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.60 Horz(TL) 0.04 8 n/a n/a Weight:75 lb FT=0°kF,50 kE BCDL 5.0 Code IBC20121TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=1230/0 58,8=1264/0 5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=2473/0,3-13=2473/0,3-14=2473/0,4-14=2473/0,4-15=2617/0,15-16=-2617/0,5-16=-2617/0, 5-17=-267/ 6-17=2617/0 BOT CHORD 10-11=0/1465,9-10=0/2841,8-9=0/1808 WEBS 6-8=-2097/0,6-9=0/944,5-9=-306/0,4-9=262/0,4-10=-429/0,3-10=-345/0,2-10=0/1177,2-11=1857/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)192 lb down at 2-3-0,192 lb down at 13-2-8,93 Ib down at 1-5-7,88 lb down at 3-0-10,88 lb down at 4-7-13,88 lb down at 6-3-0,88 lb down at 7-10-3,88 lb down at 9-5-6,88 lb down at 11-0-9,and 88 lb down at 12-7-12,and 93 lb down at 14-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)In theLOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASES) Standard CEO P R OF 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ���CNGI NEF,4 s/p29 Vert:B-11 8,1-7=80 Concentrated Loads(lb) Vert:6=-88(F)3=88(F)2=192(F)12=93(F)13=-88(F)14=88(F)15=-88(F)16=-88(F)17=88(F)18=-192(F)19=-93(F) '2" 87 22 I �A�, OREGO ti:owN Is, 48ER .0 P� SA- He EXPIRES:06/30/2017 March 4,2016 � - ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek"building design.Bracing indicated b to prevent buckling-of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Lane fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB 7777 Greenback109 -89 and SCSI Building Component 77 Safely InformaXon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16-97_UPPER FOE FLOOR GIRDER 2 1 R46734900 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:54 2016 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmU0-0Fa6rVpiPCBPq0iUPtRMUNrYwjF14oiCDQMJLzeFu7 I 1-10-4 I 2-6-0 I Scale=1:25.7 3x4 I I 3x5= 1.5x3 I I 3x4= 1.5x3 II 3x4= 3x4 I I 1 2 3 4 5 6 7 • • a o 11 ®e ab o w • o • 10 g 3x6 = 3x6= 3x6_ 3x6= I 15-1-4 I 15-1-4 Plate Offsets(X,Y)- 11:Edge,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(LL) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Ina' NO WB 0.26 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:75 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=408/0-5.8,8=408/0-5-8 Max Uplift 11=122(LC 6),8=-122(LC 7) Max Gray 11=487(LC 3),8=487(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-262/262,2-3=-957/163,3-4=-957/164,4-5=1006/150,5-6=-1006/150, 6-7=348/348 BOT CHORD 10-11=251/634,9-10=144/1068,8-9=-229/734 WEBS 6-8=-858/275,6-9=304/615,4-9=-411/388,4-10=-432/373,2-10=293/674, 2-11=730/221 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss has been designed for a total drag load of 2000 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-1-4 for 132.4 plf. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .\(<- PROP, . �‹5 , GINEFq we - 87022P, of „ 1 cv 5. C‘Aj,OR GON q�Acr O MBER N- On A. HECk EXPIRES:06/30/2017 March 4,2016 I 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. -- Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,thebuilding designer must verify the applicability of design parameters and properly incorporate tho design into the overall . _ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing . -Nli rek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IY[ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,051-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46734901 PL16-97_UPPER F07 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:54-2016 Page 1 I D:5e V?tdjYi Iz0X2xysi FDVpzsm U O-0Fa6rVpi PC BPg0i U PtRM U NrYHjHg4 s3C D Q?NJLzeFu7 I 0-11-4 I 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:11.3 i'ji 111111111116111 iiiiim ME 5 =' 3x4= 3x4 = LI 3-8-4 1_ 3-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:20 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=157/0-4-0,5=157/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc 3nd fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �Rc O P R open Y. �\�� �NGINE�R s/0.4. 87022PE N N y �ATOREG•N ti o�N 9O ccM8ER11 OS A- HEY` �P EXPIRES:06/30/2017 March 4,2016 t 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M6-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and ICSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights CA 85610 Job Truss Truss Type Qty Ply POLYGON PL16-97_UPPER F08 Floor t4 1 R46734902 Pacific Lumber 8 Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2054 MiTek Industries,Inc.Fri Mar 04 13:36:55 2016 Page 1 ID:SeV?tdjYIz0X2xysiFDVpzsmUO-tS7U3rgIW WJGSAHgzbyb1 aOiV6eEpJAMS4kxmzeFu6 I 2-6-0 I 0-11-12 1 1 0-6-12 al=- 1 1 1.5x3 II 2 3x4 = 3 3x4 II 4 Scale=1:11.2 • • 0 • 7 S5 1.5x3 I I 3x4= 43-1= I43-7-4 T-12 1 3 3-7-4 d-1-o I 0-8-4 Plate Offsets(X,Y)— 14:0-1-8,Edgel 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight 28 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=128/Mechanical,6=385/0-6-0 Max Gray 7=152(LC 3),6=385(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down at 4-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pH) Vert:e =s,(lb) ��� OAF Concentrated Loads(Ib) P R Vert:4=-125(F) �c' \AGINE�R s/O 444 v Q8 9 2PE �9r "0,,, OREGO ti`',./AU C> MBER 1� �S A. HE \ '0,P EXPIRES:06/30/2017 March 4,2016 WARNING-Verify rify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/67473 rev.10/072015 BEFORE USE. ...-• Design valid for use only with MTek®connectors.This design is based only upon parametersshown,and is fa an individual bolding component,not .. a truss syrtem,.Before use,the bulding designer must verify the applicability of design parametersand properly incorporate this design into the overal- building design.Bracing indicated is-to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 11 AiT k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1Y! R: fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Cdfeda,DSB-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46734903 PL16-97_UPPER F09 Floor 15 1 Job Reference(optional). _ 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:55 2016 Page 1 PacificLumberBTmssCo., - Beaverton,Oregon ID:SeV?tdjYilzOX2xysiFDVpzsmUO-tS7U3rgKAWJGSAHgzbyblaOia6eVpJ5MS4kxmzeFu6 I 2-6-0 1 0-5-12 1 1 0-6-12 4.41= 11.5x3 II 2 4x4= 3 3x4 II 45 Scale=1:11.3 • 1.5x3 II 7 _ 3x4= 43{x.4-4 I 3-1-411-5 I 0-8-4 3-1-4 0-1-8 Plate Offsets(XV)- 14:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.06 Horz(TL) 0.00 6 n/a n/a Weight:27 lb FT=0%F,50%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=102/Mechanical,6=368/0-6-0 Max Grav7=129(LC 3),6=368(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down at 3-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads lf) Vert:5-7—8,1-4=-80 t`'E) P R Op Concentrated Loads(lb) `�� NC,INEF s�0 es Vert:4=-125(F) �� R 7 87022PE t' / N , N ' OREGO e`'��~ �,A0 /148ER \\ Q' 00 A. HE EXPIRES:06/30/2017 March 4,2016 I 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1.111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building-design.-Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7 Greenback Lane fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-B9 and SCSI Building Component 77 77777 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Sums Heights,CA 95610 Job Truss Truss Type 8 Qty Ply POLYGON PL16-97 1 UPPER F10 Floor R46734904 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530.s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:55 2016 Page 1 ID:SeV?tdjYilz0X2xysiFDVpzsm UO-tS7U3rgKAWJGSAHgzbyb 1 aOj?6eNpJBMS4lcxmzeFu6 I 0.5-4 1 2-6-0 I 1 1.5x3 II 2 4x4 = 31.5x3 II Scale=1:11.3 J 5 * 4x4= 3x4= r1'$ 3-2-4 1- 3-0-12 I Plate Offsets(X,Y)— f5:Edae.0-1-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 •*** 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=135/0-4-0,5=135/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss tc truss ccnnections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ���E° PROFFs ��`� �NGINEF9 sw0 `c 870 2PE 2-v / 7 4)),,OREGO eU � < 0 MBER '\ OSA. HO; EXPIRES:06/30/2017 March 4,2016 / I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not -a truss system..Before use,the building designer must verify the applicability of design parameters and properly incorporate-this design into the overall . building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional:temporary and permanent bracing -M'T�k^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46734905 PL16-97_UPPER F11 Floor 33 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 112014 Mack Industries,Inc.Fri Mar 04 13:36:56 2016 Page 1 I D:Se V?tdjYiIz0X2xy s i F D V pz sm U O-Leh s G Bryxq R73 KstX ITcRox u b WwgYh S VgItU U N Eze F u5 1 1-11-4 1 2-6-0 1 Scale=1:26.0 1.5x3 II 4x6= 1.5x3 I I 3x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 9 E. e y _ 0 ab e o "� tl 9 8Lh 1.1 10 3x5= 4x8= 3x8= 3x5= 0- 14-11-4 I 0-4-8 14-9-12 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TL) 0.02 8 n/a n/a Weight:71 lb FT=0%F,50%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=651/0-1-8,11=651/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1369/0,3-4=-1369/0,4-5=-1452/0,5-6=-1452/0 BOT CHORD 10-11=0/748,9-10=0/1583,8-9=0/919 WEBS 6-8=-1072/0,6-9=0/622,2-10=0/725,2-11=945/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. c�`c ' AG NEER s/,2 870 2PE v I ,N N 2' R`,o OREGO ti�O� ��C'0SMBER �.. v, A. HER EXPIRES:06/30/2017 March 4,2016 4I lene ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10N32015 BEFORE USE. " Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.:Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall -- _ ����� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 777enback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPl1 Quality Criteria,DS6-89 and ICSI Building Component 7777 Greenback Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16-97_UPPER F12 Floor R4673490624 1 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:56 2016 Page 1 ID:SeV?tdjYiIzOX2xysiFDVpzsmUO-LehsGBryxgR73KstXITgZoxukWyUYiaVgkUUNEzeFu5 1 0-10-0 1 1 2-6-0 1 Scale=1:19.7 1.5x3 II 304 = 1.5x3 I 1 4x4 = 2 3x4= 1.5x3 I I e 3 4 5 6 e a g E L 0 \\_ 1oYX9 e o ✓✓✓��\ 4x5= 8 7 1.5x3 II 3x5= 3x4 = I 11-4-0 11-4-0I Plate Offsets(X,Y)— 11:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:56 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=493/0-4-0,7=493/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=501/0,1-2=309/0,2-3=309/0,3.4=-927/0,4-5=-927/0 BOT CHORD 8-9=0/795,7-8=0/656 WEBS 5-7=-766/0,5-8=0/315,3-9=-557/0,1-9=0/584 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .\ ,R,1/4 .1) PROF4. � INFR co txGE w0 87022PE r / N 7 c‘A-$, OREGO cP </U 90 �M$ER \1 r �`s A- Ho\ EXPIRES:06/30/2017 March 4,2016 i f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/032015 BEFORE USE. i. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters.and properlyincorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1Pl1 Qua0ly Criteria,DSS-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 Fl.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46734907 PL16-97 UPPER F13 FLOOR GIRDER 3 1 Job Reference(optional) Pacific Lumber&.:Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:56 2016 Page 1 ID:SeV?tdjYIz0X2xysiFDVpzsmUO-LehsGBryxgR73KstXITcgoxuxW[GYZMVgkUU NEzeFu5 1 1-2-12 1 1-10-0 1 1 1-8-8 1 Scale=1:25.4 3x4 I I 6x12= 3x4 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 4x8= 3x4 I I 1 2 3 4 5 6 7 8 9 •® • o NN I': Ne/71, ,INNNN:/ Ni• \ o °' e5 • • • a \•gine 13 12 11 '^ 5x8= 6x16= 3x5= 4x10= 4x6= 14-11-4 I I 14-11-4 Plate Offsets(X,Y)— 11:Edae,0-1-81.110:Edae,0-1-81,114:Edoe,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.13 12-13 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1285/0-5-8,10=832/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2457/0,34=2458/0,4-5=2473/0,5-6=-2473/0,6-7=1673/0,7-8=1673/0 BOT CHORD 13-14=0/1086,12-13=0/2559,11-12=0/2168,10-11=0/960 WEBS 8-10=1222/0,8-11=0/920,6-11=-638/0,6-12=0/393,3-13=967/0,2-13=0/1745,2-14=1646/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)825 lb down at 3-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-14=-8,1-9=-80 Concentrated Loads(Ib) ��Q.Ep PROF p, Vert:3=825(F) ��\CO NGINE- - /0 17 cc' 870 2PE / c N 5.7 SAT OREGON cP 6/ ''Pc F:BER \1 �' bs A. HE�� P EXPIRES:06/30/2017 March 4,2016 eI r.... ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10103/2015 BEFORE USE. Design void for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . t a truss system.Before use,.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design.Bracingindicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing• £1T@IC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 Quaiy Criteria,DSB-89 and B 7777 Greenback CSI Building Component 7777 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16-97_UPPER F14 FLOOR GIRDER 3 1 R46734908 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) --- - 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 04 13:36:57 2016 Page 1 ID:SeV?tdjYIzOX2xysiFDVpzsmUO-pgFEUXsah7Z hTR35?_36?TOUwEtH6iNODlwgzeFu4 1-8-4 2-6-0 Scale=1:25.4 3x4 11 4x8= 1.5x3 II 3x4= 1.5x3 II 4x8= 3x4 II ;, i:./__/-/._.t: 13 14 315 4 16 5 17 6 18 7 s e e 10 9 4x6= 4x10 = 4x8= 4x6= 14-11-4 14-11-4 I Plate Offsets(XV)- 11:Edge,0-1-81,f8:Edge,0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.50 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:74 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=868/0-5-8,8=833/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=1756/0,13.14=-1756/0,3-14=1756/0,3-15=1756/0,4-15=1756/0,4-16=1867/0,5-16=1867/0, 5-17=-1867/0,6-17=1867/0 BOT CHORD 10-11=0/919,9-10=0/2040,8-9=0/1245 WEBS 6-8=1444/0,6-9=0/725,4-10=331/0,3-10=308/0,2-10=0/978,2-11=-1206/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 lb down at 3-11-8,129 lb down at 13-3-0,95 lb down at 0-8-9,95 lb down at 2-3-12,89 lb down at 5-6-2,89 lb down at 7-1-5,89 lb down at 8-8-8,and 89 lb down at 10-3-11,and 89 lb down at 11-10-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-11=-5,1-7=-50 ���Ep PROF Concentrated Loads(Ib) Co Veil:6=-89(F)4=89(F)12=-95(F)13=95(F)14=-129(F)15=89(F)16=-89(F)17=89(F)18=129(F) 4, pr ANG IN EF'7 6io1- ct 870 2PE 9 OREGO (1'Off V OBER 1 0s A. H4P EXPIRES:06/30/2017 March 4,2016 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. y Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design.parameters and properly incorporate this design into the overall /111 building design.Bracing indicated is to prevent buckling of individual truss web-and/or chord members only.Additional temporary and permanent bracing ■e 4�T __ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IXE�le - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCE Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46734909 PL16-97_UPPER F15 Floor 3 1 Job Reference(optional) Pacific.Lumber&TrussCo., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Mar 0413:36:57 2016 Page 1 --- ID:5eV?tdYilz0X2xysiFDVpzsmUO-pgFEUXsah7Z hTR35?_36?T3UwHCHBrfv0D1wgzeFu4 1-5-12 I 2-6-0 Scale=1:17.6 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 4 e5 13.3 . 7 e- 3x5= 3x4 3x4= 9-4.4 I 0-1-6 9-2-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.15 Vert(TL) -0.07 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(TL) 0.01 6 n/a n/a Weight:46 lb FT=0%F,50%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=406/0-4-0,8=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-639/0,3-4=-639/0 BOT CHORD 7-8=0/356,6-7=0/511 WEBS 46=597/0,2-7=0/330,2-8=-504/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��RED PROFESS co NG)NEFR /0 29 8 I 2PE N / cvti OREGO ( 4/ SER ��P� A. HE EXPIRES:06/30/2017 March 4,2016 ' a 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,.the building designer must verify the applicability of design parameters and properly incorporate the design into the overall , �1_ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary-and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and.truss systems,see ANSI/M1 Quality Crflerla,051-89 and SCSI Building Component 7 109 Greenback Safely Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite HelOfns,CA 95610 Symbols Numbering System A General PLATE LOCATION AND ORIENTATION Safety Notes 1 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. obi, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. -1/j 6 2. Truss bracing must be designed by an engineer.For ilillinitwide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I p bracing should be considered. 1M11.21151711111til �I—� O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. C5-6 a 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C78 c6-� O p s designer,erection supervisor,property owner and plates 0 nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. once plates on each face of truss at each joint and embed fully.Knots and wane at joint �—_, required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate typsize,orientationplating and locationrequirements.dimensions Indicated e,are minimum LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �! Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lun Iber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. N."... 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member orplate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® 1 Min size shown is for crushing only. 111111111111 Pilo 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. isnotsufficient. BCSI: Building Component Safety Information, 20. 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 20" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE > <START FRAMING HERE ej, <START FRAMING HERE START FRAMING HERE 0 o o _ __IBM401 _ -BM6 jBM6 O - 0 �RM1 II v 0 K1' Y I M.1 i3M1 I -P Ta- II RM1 -ts jBM6 IBM -- _.flL�;.� _..�+a �s _ I� ,, _�{ ` K1 RM1. K1 I RM1 II IMP I o { lir --- .,I.°� _ I .''v _ mais ,IL- -- -,— -t- -s---B w:. ...,-=• J-.,= -�- I, ® N (Till M Y RM1 N - • - - I1k67/1.1 Y.LL..��ra Y Y Y o h 1 '0 Eoi LL LL LL o SII j0 O col 2 ..0.o t9D Si: VIII A 121 o LL LL o O I E o o ,o o ;.. �- h = �,o 0co o EI O uL - LL LL col o f o ct 4 4 ;o oa II o u_ u_ o Jo 11 v. 4 0 0 :0 U- U_ o o m m m m m m rv:p o-~ j o H LL A J I 12- -1 ILL tl'iD 1 II m O LL LL LL LL LL 'LL LL O LL LL LL LL LL u._�O Q �� a �I a a a 0 15� a 1 � 3 t -0Y7� v 013-0 -0Ca m m E 3 a a Ill 6 - W ddd �., i QI:2-1 u_1 u- Eri -.LL I 11 m o I F05 o ) F14 F14 • ! F14• '1 0 nl.. " ( p I F03 E I F11 3 F11 F11 II I F05 I :° F11 I $ I F03 I { F03 i �o Y Y F11 111 F11 I. F03 �1 F03 `I, R I F11 ' F11 ,' n' F11 �1 R a... d P ro ° I 4 F03 1,A I F03 f F11 F11 F11 ,o I FD'3 I e I I F03 h F06 F13 • I F13 ' 1 F13 �.1 i F03 1 F03 .., F12 II F12 \ 1\ .. ' F03 f.j . 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I RM1 I F03 j I F12 °l2 M F12 cr ,,—,' 1, - f © Q I m — tr m i{^ F12 , _r F03 i� 4 F12 °� I3 I Is F03 t t F12 Y 0 F12 ,— I III I III ..•' II II 2 I w F03 t 11 F03 III ; F12 9ii11 cc iiP F12 gAlIF F12 b �' -.-- F12 qjj IIP - -- II ,N, F03 12 F03 I m 4 1 FR_ IBM21 ��BM21_I F12 I �BM2� I' F12 v7 I� i F03 a F03 � o I F11 U LI F11 I0 gli RM1 F02 • 4 F11 F11 I U F11 ( F03 •R I O I o01 ' F11 { •F02 RM1 �I F02 I .: _ _F11 A A F11 F11 I p I� A - m e _ z I • F02 °° F02 F11 Y LL!" w Y F11 F11 _ I F02 I o ID F11 a a F11 ff F11 2 > LL 3 w < I F02 � _1 F02 F02 ({ $ F11 1 a a b F11 E 1:-` I F11 I $ li: F02 �j® i LL F02 ; F11 • y H F11 y II F11 x Y1 I r- _ E "_ -- �� r F02 H �RM11 F01 ‘-- 4 RM1 RM1 FAS_ BM24 1 3-00 1 3-00 BM24 ___ ___. _ __ _ MMEREI F __ M1 1-0 YO BM24 , 1 Mull b d z j G I M cc ��cc -- = __ g RM1 ® j 11� a cc ____ _ �-t� �RM1 _ cc cc RM 11 I F01 y RMi — _____. ,A 5-2 F 5- 5- IRM1, UU g W cc O. R U U Q U CE ct co O CO O CO re Z re LI- D: LI"Z 2 I'LQ 2 to O ID CONFORMS TO DESIGN CONCEPT ' p Q -. Z ® CONFORMS TO DESIGN CONCEPT Q ..< o CONFORMS TO DESIGN CONCEPT WITH 2 �- U ❑REVISIONS NOTED W 0 CONFORMS TO DESIGN CONCEPT WITH o x 2 ❑NON-CONFORMING-REVISE&RESUBMIT °AD REVISIONS AS SHOWN v ao y io THIS aoP DRAWING R BEEN REVIEWED FOR GENERAL CONFORMANCE 0 NON-CONFORMING-REVISE AND RESUBMIT WITH DESIGN CONCEPT ONLY OF NOT RENE<'E THE TIES SHOP DWI.GAB BEEN REVI91FD FOR wBAL CDNFORN, FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN PITH THE DEKA AIRIEST ONLY ARD ME NOT RELIEVE THE DRAWINGS SPECIFICATIONS,AND APPIIC090E CODES,AO.OF WHICH HAYS FAMEOATOR,:VENDOR OF RESPONSIBILITY FOR CAPORAL.HATH THE ?MALTY OVER THIS SPOP PRAWING DES:ON PAIR.ANC SPEGIFIGTIONS ALL OF PAINT PAVE PRIORITY By-_ David R Burnett Date_ 3/6/16__ OYER Tess SLOE zaPINS. MILBRANDT ARCHITECTS BY: Arnold R.Solomon oTY:NSTVAOATS CT ENGINEERING INC LOTS 29-33 _� Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 I ALL BEAMS AND CONNECTORS PER ENGINEER I RMI 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 POLYGON RM1 14-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING FLOOR LOADING RMI=RIM BOARD 40 LL B 14-00-00 1-3/4X20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-5(A)&K-5(A) 15 DL Paci� umber BK1 Ki 12-00-00 1-3/4 X 20 LVL 1 3 BK1 11-00-00 1-3/4 X 20 LVL 1 5 REFER TO STRUCTURAL PLAN FOR ADDITIONAL BM40 11-00-00 1-3/4 X 20 LVL 2 4 PL16-97 UPPER POST TRANSFER BLOCKING BKi 10-00-00 1-3/4 X 20 LVL 1 3 AND SHEAR BLOCKING REQUIREMENTS. & T R U S S COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 3/4/2016 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM6 10-00-00 1-3/4 X 20 LVL 2 6 RMI 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. BM21 5-00-00 1-3/4 X 20 LVL 1 2 BM4 5-00-00 1-3/4 X 20 LVL 2 20 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 1 4111111111k BM2 4-00-00 1-3/4 X 20 LVL 1 5 II—�—���——I�—t RM1 4-00-00 1-3/4X20 LVL 1 3 ACCESSORIES QTY SII BM24 4-00-00 1-3/4 X 20 LVL 2 6 t� _ _�I� RM1 3-00-00 1-3/4X20 LVL 1 3 HIT420 86 SHEET 2 OF 2 _ RM1 2-00-00 1-3/4 X 20 LVL 1 21 RM1 1-00-00 1-3/4 X20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 71' DO NOT: Loosen, remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0" on 24"x36" SHEET any part of the open web joist. �' PACIFIC LUMBER CBPYRI6HT2U16 ROSEBURG FRAMING SYSTEM'" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. Qualify engineered wood products for todoV`S buifC�er- ' „„, , I The plans may not be re-used or copied.in whole or part,without written permission from Paciflc Lumber i -, V:. ,I Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM'LVL RIG IDRIM- :.�: .. , product supplier other than Paciflc Lumber Company is strictly prohibited.Unauthorized use orRosasexa Foxasr'F5ODUErs ADSESSRG.FOxESrPRQjR,DScIC ' ......s...... „„..,___....,„,.... aeLory TO POST ABOVE. copying of these plans,Infringes rights under the Copyright Act,Infringes face liabilities that include penalties of up to$20.000 per work Infringed,anA s 100.000 per work Infringed wlilfully. ► e 4 ` .sit RJoIsr Ft_,/---, ' r ROSEBURG NxamP&OIIVOIS ,,..ttr,,,... ...., 10 °°L°"`" CONTRACTOR NOTES. DES/GN NOTES: a„'""'"°”"" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS `°""""'"'"0 ,a 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD REPS BLOCKING PANELS NTH BEARING WALL unovE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.Ts, N.T.S. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN GUTTING FLOOR LOAD/NG. FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL ,2psf DEAD LOAD SHEARWALLS IN 3 THIS/5 A PLACEMENT PLAN ONLY. SOpLIV AREAS: sf A LOAD This layout is to be used in conjunction with 12sF psf VDEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 S 16"0.C. 9-1/2 RFPI-20 S 15"O.G. 9-1/2 RFPI-20 3 16"0.0. 9-1/2 RFPI-20 3 16"O.G. shear wall blocking placement and connectors ROOFLOAD/NS: START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE ayout prior to any construction. 11 psf DEAD LOAD 7- R1 I \ / -R1 __ • R1 \ R1 / R1 �)1 I it 1 II HDI I I , iD 'I ==' 1.. Ri I I iIHL Rai i Ii HD 3'1 - I I--1_..=D:-'3� II T—;IN l IIIIi� I, llhI..Ih1 ! !," 1 1 II 1 11 !� I � 11 I !i I Ri�Jg11 I 'I j it I• ! i l II i I 1 I (i •rJI1 R1BI II i d 1I 1I 11I 1 1 11 ( II I III. I I $ ►I �' i` I ! I II .1 �- �a It !! 3 1 II 11 I i I I i• i HD'2i j 1II II I I1J11 ----- --' --I----1 — — _— _ '�HR I-- -_ Ii.IIll .E2.tirz -� I�'f I. aa• �- -T t I j - i i j II I # J --, Jk}J.# 4q. } - J;• J11.----1. ...1.• I o 1 � . J -.I i j ' HI ,�I 'i I 11 I I I I I ,I fi �' l I I f 1 1 !. I I j i II S LANDINGii. il I /�� j 43+ II !� 1 i li I li I I d,,,=4„ J� .,L 1� �' I 1, 11 iI :i ry. Its ®LANDING 1 � 1 J I! I I Ii 1 LEVEL 1 II I I R R I I i II II it I L ° 1 LEVEL �}p�,.: I i R 1 R 1 RRR R 1 ' [�.1-"p i� i; Ii R I R 1 i i Ii I il R I R 1 1' it I h d II I lI �i I I 1 1 R I i ! Ii q �_up1 a - .I • ! I i �• •I I: II ! 'It ( j .: II Si, 'I �I 1 I I .1 I Ham 211 I -.,i• R 1, HoR ( Ij -P. II � I _ !I SE3 cA ,. -,---,..,:-_-- ->-.401.- f IHiR 1 11 ® \ moi - ill-_ _ I __ '� iIgm, I 1 11 1i i! J i ! I Il• i i 11 I lw i; a I 1 n I II Jei' 4 !Il (! I 'i i I. I i I 11 1 ® ® CONFORMS TO DESIGN CONCEPT 111 III l! IC • 'I € 1j I I 1 II € f €I iF II I 'I I I I j I kl '! I f r '� ❑ CONFORMS TO DESIGN CONCEPT WITH B 1 I I !I ( 1 1 I ! I „ REVISIONS AS SHOWN " iI J I ® 11 I II 1 11 1 11i 1 1 II 'a ` i I 131 ❑ NON-CONFORMING-REVISE AND RESUBMIT B O ! JO , Pil i IIT - ® B I i ii � � Q2 X 16 I I I�s'll J31- 4J •J2 2 (L..2 - TY_ YIz t `{5 II ! J '#� 'F'i �r 'I it .,�I J! J- ..I I�3 Ii ii f[ll 1 I- .� - Jr� I 43 ' 1s OESIGN IS SIO AA^SPECIf1CA7PJNS ALL OF SHICH WIVE PfltDAIIY l �� , i �� J0 EN m1s EMP;RN m6, 11 I I I � I I i I i i f '`I1) IE 1I IiI II 1 tt. ' !! � ( 1 �iBy: Amo1d N.5alamn :ete:ret9-YDFB i I�; III i IIf i11 CT ENGINEERING INC 2 i ! I 4 J5 x ! ! _!„1 fI 1 i. I r I I I G j 1 — li I' I It I I.- Ili 1 j`j�I ;;i I I I R2 J 1 .{�1 �='- �I G I: I. I_1-_.�: ' (k pI I !I I f I, I I I : �I 1 I ! it ; 1 .. I ��I I� I d 1 R2 —Li • 11' cr. j'L`!I !_I �' l II .._r I�i 1 1 I � ; I I Jti .i'R2 R2 jII 1 11 I IIRLD R 1 I!.1_ .�I I=1 i 1.�� >I,O. .''R 1 - II I I•II♦111I R, i ! ! R2 11- H ' Irpot +. .. 1 R 1 1� R 1 R 1 i f I I I ®CONFORMS TO DESIGN CONCEPT R 1 V .FS 1 1 _i___- 0 CONFORMS TO DESIGN CONCEPT WITH • R 1 REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FPI GENERAL CONEORIAI.,.! WISH DESIGN CONCERT ONLY AND DOES NOT RELIEVE THE FAB.RICATORNENDOR OF RESPONSISILOY FOR CONFORMANCE WITH DESIGN DRAWNGS,SP ECIRCATIGIS,AND APPOOASLE CODES.ALL OF WHICH HAVE PRIORS,OVER THIS SHOP DRAWING. PL 1 6-q 7(MAIN) By David R Burnett Date._3(8/16 POLYGON ENGLISH REVIVAL 5-FLEX E-50'),1C-5(A) LOTS 2 9—3 3 MILBRANDT ARCHITECTS Mrk* Material Width Depth Grade Gty Gut Lth Tot Lth Si BIG BEAM 3 1/2 9 1/2 2.1E 14 15 252 Si 82 BIG BEAM 5 1/2 9 1/2 2.1E 12 4 45 IMPORTANT./ • 53 BIG BEAM 3 1/2 9 1/2 2.1E 4 14 56 REFERENCE INSTALLATION 54 BIG BEAM 3 1/2 /2 9 1/2 2.1E 2 6 12 e lir. -H 1 � 55 RigidLam LVL 3/4 q 1/2 1.5E 3 12 36 GUIDE FOR ALL FRAMING v-eij -..` `L! 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 8 1152 - DETAILS AND I-JOIST INFORMATION Ba RigidLamLVL 1 3/4 9 1/2 1.5E a z a MAIN FLOOR JOIST LAYOUT 59 BIG BEAM 3 1/2 9 1/2 2.1E 2 10 20 SCALE: 1/4",-1'-O" LEGEND: R 1 1.75 LVL Rim 1 3/4 9 1/2 1.5E 39 20 180 - �\ R2 OSB Rim 1 9 1/2 5 12 pacr� Lumber ( H -HANGER GALLOUT HDR 1 BIG BEAM 5 1/2 11 7/8 2.1E 2 20 40 �-/ HDR2 Cascade S.L 24F-V4 3 1/2 10 1/2 Fb-2400 6 12 12 12 ® -SUPPORTING POST HDR3 cascade S.L 24F-V4 3 1/2 10 1/2 Flu-2400 5 16 80 JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 94 3 252 & TRU 5 5: COMPANY ® -POST LOAD ABOVE J1 RFPI-20 1 3/4 9 1/2 14 4 56 J2 RFPI-20 1 3/4 9 1/2 26 20 520 R =RIMBOARD J3 RFPI-20 1 3/4 9 1/2 34 18 612 10515 SIN ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 LB -LVL BLOCKING J4 RFPI-20 1 3/4 9 1/2 25 22 61 6 JB =JOIST BLOCKING Js RFPI-20 1 3/4 9 1/2 13 5 104 PLAN: ENGLISH REVIVAL 5-FLEX E-5(A),K-5(A) J6 RFPI-20 1 3/4 9 1/2 6 1272 CUSTOMER: POLYGON J -JOIST GALLOUT J7 RFPI-20 1 3/4 9 1/2 4 3 16 as PLAN DATED: 2/1 5/16 B =BEAM(FLUSH w/JOIST) Accessories - HDR -HEADER(BEAM BELOW JOIST) H 1 THO 17 950-or-ITT9.5 53 - DESIGNER: /AAM/L HENDERSON DATE: 3/4/16 BBO=BEAM BY OTHERS H2 HD41 O-or-HV4 10 ,S _ FL 1 6—ci7 (MAIN) SHEET: 1 Of